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+// Problem no 4.4.2,Page No.90
+
+clc;clear;
+close;
+w_CB=1 //KN/m //u.d.l on Length CB
+F_D=2 //KN //Pt Load at D
+L_AD=1;L_DC=1 //m //Length of AD & DC
+L_CB=2 //m //Length of CB
+
+//Calculations
+
+//Shear Force at B
+V_B=0 //KN
+
+//Shear Force at C
+V_C=-(w_CB*L_CB)
+
+//Shear Force at D
+V_D1=V_C
+V_D2=V_C-F_D
+
+//Shear Force at A
+V_A=V_D2 
+
+//Bending Moment Calculations
+
+//Bending Moment at B
+M_B=0
+
+//Bending Moment at C
+M_C=-w_CB*L_CB**2*2**-1
+
+//Bending Moment at D
+M_D=-w_CB*L_CB*(L_CB*2**-1+L_DC)
+
+//Bending Moment at A
+M_A=-w_CB*L_CB*(L_CB*2**-1+L_DC+L_AD)-F_D*L_AD
+
+//Result
+printf("The Shear Force and Bending Moment Diagrams are the results")
+
+//Plotting the Shear Force Diagram
+subplot(2,1,1)
+X1=[0,L_CB,L_CB+L_DC,L_CB+L_DC,L_CB+L_DC+L_AD,L_CB+L_DC+L_AD]
+Y1=[0,V_C,V_D1,V_D2,V_A,0]
+Z1=[0,0,0,0,0,0]
+plot(X1,Y1,X1,Z1)
+xlabel("Length x in m")
+ylabel("Shear Force in kN")
+title("the Shear Force Diagram")
+
+
+//Plotting the Bending Moment Diagram
+subplot(2,1,2)
+Y2=[M_B,M_C,M_D,M_A]
+X2=[0,L_CB,L_CB+L_DC,L_CB+L_DC+L_AD]
+Z2=[0,0,0,0]
+plot(X2,Y2)
+xlabel("Length in m")
+ylabel("Bending Moment in kN.m")
+title("the Bending Moment Diagram")